HomeMy WebLinkAboutS-425505Z
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SEWER MANHOLE
PER C. O.R. STD DTL 400.1,
SEE SHEET C531 (TYP)
41 *24. 88 TOP OF SLOPE
END ROAD (TYP)
40 r5 ..5'
r
: ♦ : is
1
♦I �
� I
G
PROPOSED FINISH
B� GRADE CONTOUR
s� (TYP)
S/DE SEWERS FOR LOTS
38 AND 39 REMOVED
EX TREE
TO BE SA VED
ACT C (TYP)
TRACT G SIDE SEWER
(OPEN SPACE) PER C. O.R. STD DTL 406.1,
SEE SHEET C5.31 (TYP)
74LF
8" PVC
0-6.9964
0 PROPERTY LINE
30 8950, ROW 3 =
I 40f 00.00, ROW 3A
P'31 321 33 34 I I 35 36 37
10' UTILITY SSMH 17
EASEMENT (TYP) STA. 30f93.50, 7.00' RT
TYPSSMH 16 R/ME-4z";?94 427.66
STA. 30f22. 50, 7. 00' RT 8" If /N 4�& 95(N) 416.66
TYPE 1-48" 8" If /N 416 6kg(E)416.66
RIM -4z�,r 428.88 8" /F OUT 416 69 (W) 416.55
8" IE /N 8 (E)416.13 SEWER EASEMENT
8" /F OUT -4ff39-(W)415.98
31f75.50
END ROAD
EX GROUND
CONTOUR (TYP)
\LPN c
SSI/IH 19
STA. 31f68.50, 7.00' RT
TYPE 1-48"
RIM 4zgg 96424 J4
8" If OUT 44il 96 (W) 417.09
KEY MAP
N
SEWER LEGEND
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMA T/ON. 0
O
440 440 440 440
0
........ ..............
Q
W
N PROPOSED GRADE o
� O
®ROAD �' TYP �
o N N PROPOSED GRADE 3 o 0
0 ROAD (TYP) n n EX/STING GROUND GRADE BREAK
^. h 0 ROAD (TYP) N 41f29.55
43O \ ASPHAL T THICKENED EDGE 430 430 o ao z EL. 429.13 430
E
- . 0�' _ y. TO BE ADDED TO END OF ROW 3, y. �.. /
roe XISTING GROUND 0 ROAD (TYP)
TO DIRECT DRAINAGE TO CB 21 W 1.13%
�'
31f75. 50 = ROW 3 / \
¢�09, EL: 42 58 —
. — END ROD IMPROVEMENT \
1 1 \
420 \ 420 420 ^ 420
70LF " 0.0061 74LF 0.0058 0
PVC 0-00061 8"PVC 0-9951 8" PVC p03p�
-,-ZFEF 8 o p Itf
z�
�o �o .I 1+ 1+
410 `�R� �,�' �� 410 410 ' 410
�ao �00 T��I W
�o00
W
ZZ �
PROPOSED ELEV. PROPOSED ELEV.
® ROAD (TYP) ROW 3 (E ST-WEST) ®R0A0 (TYP) ROW 3 (NOR TH-S UTH)
EX/STING ELEV HOR/Z. SCALE 1 "=30' EX/STING ELEV HOR/Z. SCALE- 1 "30'
0 ROAD � (TYP) INERT. SCA E.• 1 "5' 0 ROAD �' (TYP) INERT. SCALE 1 "5'
o o � h ZR h h ��; � c0 �a N 7^ �
30+00 30+50 31+00 31+50 32+00 32+50 40+00 40+50 41+00 41+50 42+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
SURVEYED: SCALE:
BY OTHERS AS NOTED
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE ONE INCH
CHECKED: AT FULL SCALE
ROLL/ HEA VR/N IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: L/ HEA l/R/N SCALE ACCORDINGLY
ROL
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
SEWER PIPE
SEWER SERVICE
SEWER EASEMENT
EX/STING SERER PIPE SCALE: 1 " = 3 O'
SEWER PIPE FLOW ARROW
SEWER STRUCTURE 0 15 30 60
SEWER CLEANOUT
GENERAL NOTES
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS.
2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERACAL
SEPARATION SHALL BE 18 INCHES, OR CONSTRUCAON SHALL BE /N ACCORDANCE WITH DOE
CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS).
3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED.
4. CONTRACTOR SHALL FIELD VERIFY CONNEC77ON TO EXISTING PIPE FOR PROPER AS-BU/L T
ELEVAAON PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE.
SIDE SEWER NOTES
1. MIN/MUM SLOPE ON 6" SIDE SEWER LINES /S 2%
2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWA TER VA VES INSTALLED ON THE
PRIVATE SIDE- (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE- SEWERS.
3. SEE SEWER SERWCES PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMAT/ON.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425505
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
SA NITA R Y SEWER PLAN & PROF/LE
ROW3(E-W&N-S)
0
0
N
N
N
H
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C5.04
SHEET: OF:
40 93
CONSTRUCTION RECORD DRA WINGS